| Date |
Text |
| 2018-02-13 13:21:16 | 2014 FBC- BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 17120517/ CHANGE OF OCCUPANCY |
| | ADD: 925/ 1013 N. RAILROAD AVE. (PCN: |
| | 74-43-43-15-20-005-0110) |
| | CONT: FLORIDA GENERAL CONTRACTOR |
| | TEL: 561-704-5042 |
| | E-MAIL: JIG3684@ YAHOO.COM |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2014 EXISTING BUILDING CODE. 801.3 COMPLIANCE. ALL NEW |
| | CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND SPACES |
| | SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA |
| | BUILDING CODE, BUILDING. |
| | |
| | 2ND REVIEW |
| | DATE: TUES. FEB. 13/ 2018 |
| | ACTION: DENIED |
| | |
| | 1, 2A & 2D) THE SITE PLAN C-1 IS CORRECT IN THE |
| | PLACEMENT OF THE PROPERTY LINE BETWEEN 925 N. RAILROAD |
| | AVE. & 1013 N. RAILROAD AVE. THE SHEET A-1 SHOWS WHAT |
| | APPEARS A 4 HOUR WALL BETWEEN PROPERTIES OWNED BY THE |
| | SAME OWNER WITH OPENINGS IN THE FIRE WALL. I CANNOT |
| | FIND WHERE THERE WAS A PERMIT PULLED FOR THE CURRENT |
| | CONFIGURATION OF WALLS (FIREWALL). IN 1998 UNDER |
| | 98007817 THIS SPACE WAS A BAKERY AND WHERE THE 4 HOUR |
| | FIRE WALL STANDS THERE WAS A VERY LARGE PROOF ROOM. |
| | I?VE SPOKEN WITH THE ARCHITECT NADER GOUBRAN ABOUT THE |
| | FIRE WALL. HE INDICATED THE LAWYER FOR HIS CLIENT WAS |
| | SUPPOSED TO HAVE FILED A UNITY OF TITLE, THIS WILL NEED |
| | TO BE VERIFIED THROUGH THE CITY SURVEYOR VINCE NOEL. |
| | |
| | 3) COMPLIED. SHEET C1. THE 2014 FLORIDA BUILDING CODE |
| | AND EXISTING BUILDING CODE . |
| | |
| | 4) SHEET A2 EXISTING AND DEMOLITION PLAN: |
| | 2014 FBC-EXISTING BUILDING CODE 1001.3 CHANGE OF |
| | OCCUPANCY CLASSIFICATION. WHERE THE OCCUPANCY |
| | CLASSIFICATION OF A BUILDING CHANGES, THE PROVISIONS OF |
| | SECTIONS 1002 THROUGH 1012 SHALL APPLY. THIS INCLUDES A |
| | CHANGE OF OCCUPANCY CLASSIFICATION WITHIN A GROUP AS |
| | WELL AS A CHANGE OF OCCUPANCY CLASSIFICATION FROM ONE |
| | GROUP TO A DIFFERENT GROUP. |
| | |
| | CREATION OR EXTENSION OF NONCONFORMITY. |
| | 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE. |
| | ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND |
| | SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE |
| | FLORIDA BUILDING CODE, BUILDING. CREATION OR EXTENSION |
| | OF NONCONFORMITY. ALL NEW WORK, RE-CONFIGURATION SHALL |
| | NOT CREATE OR EXTEND ANY NONCONFORMITY IN THE EXISTING |
| | BUILDING TO WHICH THE RE-CONFIGURATION OF SPACE IS |
| | BEING MADE WITH REGARD TO ACCESSIBILITY, STRUCTURAL |
| | STRENGTH, FIRE SAFETY, MEANS OF EGRESS, OR THE CAPACITY |
| | OF MECHANICAL, PLUMBING, OR ELECTRICAL SYSTEMS. |
| | |
| | 4A) SHEET A2 EXISTING AND DEMOLITION PLAN. THE BUILDING |
| | 1013 N. RAILROAD AVE. IN 1998 WAS A BAKERY, WHERE THE |
| | NOW EXISTING 4 HR. FIRE WALL IS LOCATED THERE WAS NO |
| | FIRE WALL BATHROOMS EXISTED AND A VERY LARGE PROOF |
| | ROOM., PERMIT 98007817 (SEE FILE-NET) DID NOT TRANSFER |
| | OVER WHEN WE WENT TO COMMUNITY PLUS. |
| | |
| | 4B) SHEET A1 AND A2 EXISTING AND DEMOLITION PLAN. ON |
| | THE WEST SIDE OF THE BUILDING A EXISTING CORRIDOR. |
| | PALM BEACH COUNTY AERIAL PHOTOGRAPHY SHOWS FROM |
| | 2009-2014 THIS AREA BEING A OPEN AIR LOADING PLATFORM. |
| | IN JAN. 31/2016 THIS AREA HAS BEEN ENCLOSED ON THE |
| | NORTH AND WEST WITH A WALL AND A ROOF FRAMING AND |
| | ROOFING SYSTEM BUILT WITHOUT THE BENEFIT OF PERMIT AND |
| | INSPECTIONS. |
| | |
| | 4C) PICTURES TAKEN ON LINE FROM THE DANIEL ART WORLD |
| | GALLERIE SHOW NEW STOREFRONT SYSTEM, DOORS SIDELIGHTS, |
| | MULLIONS AND TRANSOM INSTALLED WITHOUT THE BENEFIT OF |
| | PERMIT. |
| | |
| | 5) CORRECTED STATEMENT. THE COVERSHEET CORRECTLY |
| | ILLUSTRATES WHERE THE PROPERTY LINE IS BETWEEN 925 N. |
| | RAILROAD AVE. AND 1013 N. RAILROAD AVE. EITHER THE 4 |
| | HOUR FIRE WALL WILL NEED TO BE MADE LEGAL OR A UNITY OF |
| | TITLE. I?VE SPOKEN WITH THE ARCHITECT NADER GOUBRAN |
| | ABOUT THE FIRE WALL. HE INDICATED THE LAWYER FOR HIS |
| | CLIENT WAS SUPPOSED TO HAVE FILED A UNITY OF TITLE; |
| | THIS WILL NEED TO BE VERIFIED THROUGH THE CITY SURVEYOR |
| | VINCE NOEL. TO DATE VINCE NOEL HAS NOT RETURNED MY |
| | PHONE CALL. |
| | |
| | UNITY OF TITLE. THE PROPOSED BUILDING STRUCTURE |
| | TRANSGRESSES LEGAL BOUNDARY LINES BETWEEN THE LOTS |
| | WHICH COMBINE TO FORM 'THE SITE'. A 'UNITY OF TITLE' |
| | SHALL BE RECORDED AT THE COUNTY COURTHOUSE. SUBMIT A |
| | COPY OF THE RECORDED 'UNITY OF TITLE' DOCUMENT SO THAT |
| | FBC TABLE 601 BOUNDARY LINE REQUIREMENTS MAY BE DEEMED |
| | NOT APPLICABLE. |
| | SEE WEBSITE FOR APPLICATION: |
| | HTTP://WWW.WPB.ORG/ENGINEERING/ENG_FORMS.PHP |
| | "APPLICATION FOR UNITY OF TITLE" |
| | HTTP://WWW.WPB.ORG/ENGINEERING/UPLOADS/2010-10-12-14-45 |
| | -38-UNITYOFTITLE3.PDF |
| | VINCENT J NOEL |
| | SURVEYOR/REAL ESTATE SUPERVISOR |
| | ENGINEERING SERVICES DEPARTMENT |
| | 401 CLEMATIS STREET |
| | WEST PALM BEACH, FL 33401 |
| | PHONE: 494-1040 EXT: 1096 |
| | FAX: 494-1116 |
| | E-MAIL: [email protected] |
| | ********************************************* |
| | MANUEL JULIAN GONZALEZ |
| | ENGINEERING PROJECT COORDINATOR |
| | ENGINEERING SERVICES DEPARTMENT |
| | 401 CLEMATIS STREET, 4TH FLOOR |
| | WEST PALM BEACH, FL 33401 |
| | (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402) |
| | MAIN PHONE: (561) 822-1200 |
| | DIRECT: (561) 494-1085 |
| | FAX: (561) 494-1116 |
| | MOBILE: (561) 644-7301 |
| | EMAIL: [email protected] |
| | |
| | 6) SEMI-COMPLIED. NETHER SHEET A-1 NOR A-2 PROVIDE WHAT |
| | IS EXISTING AND WHAT IS NEW. PLEASE BE ADVISED GOOGLE |
| | STREET VIEW IN FEB. OF 2015 SHOWS THE 4 LOADING BAYS |
| | OPEN ALONG N. RAILROAD AVE. FOR 925 AND 1013 N. |
| | RAILROAD AVE. WITHIN THE LOADING BAYS THERE IS ONLY ONE |
| | EXISTING SET OF STAIR AND NO GUARDRAILS. THE OTHER |
| | ISSUE IS HOW THE BUILDINGS ARE BUILT BETWEEN 925 AND |
| | 1013 N. RAILROAD AVE. THERE WOULD HAVE BEEN A 4 HOUR |
| | FIRE WALL SEPARATING THE BUILDINGS, WE DO NOT HAVE |
| | PERMITS PULLED CREATING OPENINGS WITHIN THE 4 HOUR FIRE |
| | WALL NOR HOW THE STRUCTURE ABOVE IS BEING SUPPORTED? IT |
| | WOULD APPEAR THERE HAS BEEN A LOT OF WORK ALREADY |
| | COMPLETED WITHOUT THE BENEFIT OF A PERMIT. A THOROUGH |
| | REVIEW CANNOT BE MADE AT THIS TIME, AS A RESULT OF THE |
| | ADDITIONAL INFORMATION REQUESTED ADDITIONAL COMMENTS |
| | MAY APPEAR THAT WERE NOT PART OF THIS REVIEW. WORK |
| | COMPLETED WITHOUT THE BENEFIT OF A PERMIT MAY ALSO |
| | RESULT IN A 4X FEE FOR THE WORK NOT PERMITTED. |
| | |
| | 7) 2ND REQUEST. SHEET A-1 SHOWS THE EXIT ACCESS PATHS |
| | THROUGHOUT THE BUILDING BUT THE TRAVEL DISTANCE FOR |
| | EACH ROUTE HAS NOT BEEN INDICATED ON THE PLANS, PLEASE |
| | SHOW COMPLIANCE WITH 2014 FBC-B TABLE 1016.2. |
| | |
| | THE DESIGNER OF RECORD HAD INDICATED ON SHEET A1, THE |
| | LIFE SAFETY PLAN THAT THERE ARE 4 EXITS FROM THE |
| | BUILDING AND 3 ACCESSIBLE, NOT TRUE, THERE IS ONLY 1 |
| | EXIT FROM THE BUILDING AND 1 ACCESSIBLE EXIT WITH THE |
| | EXTERIOR RAMP. ON THE WEST SIDE OF THE ART MERCANTILE |
| | AREA THERE ARE 2 NEW EXIT DOORS SHOWN ON THE PLAN AND |
| | LEADING TO THE EXISTING CORRIDOR. NEVER PERMITTED WILL |
| | NEED TO BE MADE LEGAL OR REMOVED. |
| | THE SECOND ISSUE WITH USING THIS SPACE EITHER AS A EXIT |
| | ACCESS CORRIDOR OR A EXIT PASSAGE WAY IS IT IS NOT |
| | ENCLOSED AT THE END, IT LEADS FROM THE INSIDE TO THE |
| | EXTERIOR WITHOUT A DOOR. |
| | THE WORST PROBLEM WITH THIS IS THE NEW EXIT CORRIDOR |
| | LEADS YOU RIGHT BACK TO THE MAIN ENTRY/ EGRESS, THERE |
| | IS NO REMOTENESS AS REQUIRED UNDER ; |
| | 2014 FBC-B 1015.2.1. WHERE TWO EXITS OR EXIT ACCESS |
| | DOORWAYS ARE REQUIRED FROM ANY PORTION OF THE EXIT |
| | ACCESS, THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL BE |
| | PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE-HALF |
| | OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION |
| | OF THE BUILDING OR AREA TO BE SERVED MEASURED IN A |
| | STRAIGHT LINE BETWEEN EXIT DOORS OR EXIT ACCESS |
| | DOORWAYS. |
| | SHEET A1 I MEASURES FROM THE SOUTHEAST CORNER TO THE |
| | NORTHWEST CORNER IN MILLIMETERS. THE OVER ALL |
| | MEASUREMENT WAS 420 MM. THE 2 WEST DOORWAYS DO NOT MEET |
| | THE REMOTENESS BECAUSE THEY LEAD YOU BACK TO THE MAIN |
| | ENTRY. THE ONLY OTHER EXIT IS FOUND ON THE EAST SIDE OF |
| | THE BUILDING WITH A NEW RECESSED EXIT DOOR TO THE |
| | EXTERIOR. SINCE THIS IS A NON- SPRINKLERED BUILDING WE |
| | USE ? OF THE OVERALL DIAGONAL OR 210 MM TO DETERMINE |
| | REMOTENESS. MEASURED FROM THE CENTERLINE OF THE DOUBLE |
| | DOORS SOUTH EXPOSURE TO THE NEW PROPOSED DOORWAY IT IS |
| | ONLY 180 MM AWAY, THIS LOCATION DOES NOT MEET THE |
| | REMOTENESS TEST. |
| | WITH THE DOORWAY NOT MEETING THE REMOTENESS TEST THE |
| | ACCESSIBLE LULA LIFT CAN NOT BE COUNTED AS AN |
| | ACCESSIBLE EXIT. |
| | |
| | 8) 2ND REQUEST. THE COVERSHEET INDICATES THE OCCUPANT |
| | LOAD OF 378 AND SHEET A-1 SHOWS 4 EXITS AND 3 |
| | ACCESSIBLE EXIT. PLEASE REVIEW SECTION: |
| | 4 X 0.60= 2.4, REQUIRES 3 ACCESSIBLE EXITS THAT WILL |
| | MEET THE REMOTENESS REQUIREMENTS UNDER FBC-B 1015.2.1. |
| | |
| | 2014 FBC-EXISTING BUILDING CODE 1012.8 ACCESSIBILITY. |
| | EXISTING BUILDINGS THAT UNDERGO A CHANGE OF GROUP OR |
| | OCCUPANCY CLASSIFICATION SHALL COMPLY WITH THE |
| | PROVISIONS OF THE FLORIDA BUILDING CODE, ACCESSIBILITY. |
| | |
| | 2014 ACCESS. CODE 206.4.1 PUBLIC ENTRANCES. IN ADDITION |
| | TO ENTRANCES REQUIRED BY 206.4.2 THROUGH 206.4.9, AT |
| | LEAST 60 PERCENT OF ALL PUBLIC ENTRANCES SHALL COMPLY |
| | WITH 404. |
| | |
| | (GRAY BOX FLORIDA SPECIFIC). BARRIERS AT COMMON OR |
| | EMERGENCY ENTRANCES AND EXITS OF BUSINESS |
| | ESTABLISHMENTS CONDUCTING BUSINESS WITH THE GENERAL |
| | PUBLIC THAT ARE EXISTING, UNDER CONSTRUCTION, OR UNDER |
| | CONTRACT FOR CONSTRUCTION WHICH WOULD PREVENT A PERSON |
| | FROM USING SUCH ENTRANCES OR EXITS SHALL BE REMOVED. |
| | |
| | 9) 2ND REQUEST. SHEET A-1 INDICATES THE USE OF (2) NEW |
| | LIFTS, PLEASE BE MORE SPECIFIC, TO BE LIMITED USE/ |
| | LIMITED- APPLICATION UNDER SECTION 408 OF THE |
| | ACCESSIBILITY CODE COMPLYING WITH ASME A17.1 OR |
| | PLATFORM LIFTS UNDER SECTION 410 OF THE ACCESSIBILITY |
| | CODE COMPLYING WITH ASME A18.1. PLEASE PROVIDE THE |
| | MANUFACTURERS SPECIFICATION AND INSTALLATION |
| | INSTRUCTIONS. |
| | |
| | 10) 2ND REQUEST. SHEET A-1 SHOWS THE LIFE SAFETY PLAN, |
| | PLEASE PROVIDE A FLOOR PLAN WITH ACTUAL LAYOUT OF |
| | ARTWORK, FURNITURE, TEMPORARY PARTITIONS FOR HANGING |
| | ART WORK AND OR KIOSK SHOW TRAVEL DISTANCES, AND COMMON |
| | PATH OF TRAVEL IT WOULD APPEAR THERE MAYBE ISSUES WITH |
| | COMMON PATH OF TRAVEL FROM THE NORTHWEST CORNER OF THE |
| | BUILDING. 2014 FBC-B TABLE 1014.3 AND TABLE 1016.2. |
| | |
| | 11) 2ND REQUEST. SHEET A-1 THE ELEVATED MERCANTILE ART |
| | AREA ONLY SHOWS ONE MEANS OF EGRESS. FBC-B TABLE 1015.1 |
| | & FBC-B 1015.2.1 REQUIRES 2 MEANS OF EGRESS WHEN THE |
| | OCCUPANT LOAD IS 50 OR MORE OCCUPANTS. ALTHOUGH THE |
| | ENTRY DOOR FROM NORTH RAILROAD AVENUE WOULD BE THE 2ND |
| | MEANS OF EGRESS, TO LEAVE FROM THE ELEVATED MERCANTILE |
| | ART AREA, ONE WOULD HAVE TO TRAVEL THROUGH THE DOUBLE |
| | DOORS AND THROUGH THE OFFICE AREA AND OUT THE EXIT DOOR |
| | ONTO THE SIDEWALK AT NORTH RAILROAD AVENUE. |
| | |
| | 11A) COMPLIED, UNDER CURRENT DESIGN. THE DOUBLE DOORS |
| | AT THE OFFICE WOULD HAVE TO BE SWUNG AROUND TO COMPLY |
| | WITH 1008.1.2, DOORS SHALL SWING IN THE DIRECTION OF |
| | EGRESS TRAVEL WHEN THE OCCUPANT LOAD IS GREATER THAN |
| | 49. |
| | |
| | 11B) 2ND REQUEST, THIS DOORWAY MAY STILL NEED TO BE |
| | CONSIDERED FOR THE 2ND EXIT. PLEASE PROVIDE THE |
| | DIFFERENCE IN HEIGHT BETWEEN THE CITY SIDEWALK AND THE |
| | BOTTOM LANDING OF THE STAIRWAY, THIS NEEDS TO BE PART |
| | OF AN ACCESSIBLE ENTRANCE/ EXIT. 2014 ACCESS. CODE |
| | 206.4.1 PUBLIC ENTRANCES. IN ADDITION TO ENTRANCES |
| | REQUIRED BY 206.4.2 THROUGH 206.4.9, AT LEAST 60 |
| | PERCENT OF ALL PUBLIC ENTRANCES SHALL COMPLY WITH 404. |
| | THE PICTURES FROM GOOGLE STREET VIEW OF FEB. 2015 IT |
| | WOULD APPEAR THERE IS AT LEAST A 4 INCH DIFFERENCE IN |
| | HEIGHT FROM THE CITY SIDEWALK TO THE ENTRY DOOR FLOOR |
| | LEVEL. |
| | |
| | 11C) NOTICE ONLY!!!! PLEASE NOTE THE EGRESS DOOR THAT |
| | OPENS ONTO NORTH RAILROAD AVENUE IS AN EXISTING |
| | NON-CONFORMING DOORWAY THAT SWINGS OUT OVER THE PUBLIC |
| | SIDEWALK, NOTE IF THE DOOR IS NOT REPLACED IT DOES NOT |
| | NEED TO BE REPLACED, BUT WHEN THE DOOR AND JAMB ARE |
| | REPLACED IT WILL STILL NEED TO SWING OUT BUT RECESSED |
| | BACK IN AN ALCOVE. |
| | 2014 FBC-B 3202.2 ENCROACHMENTS ABOVE GRADE AND BELOW 8 |
| | FEET IN HEIGHT. ENCROACHMENTS INTO THE PUBLIC |
| | RIGHT-OF-WAY ABOVE GRADE AND BELOW 8 FEET (2438 MM) IN |
| | HEIGHT SHALL BE PROHIBITED EXCEPT AS PROVIDED FOR IN |
| | SECTIONS 3202.2.1 THROUGH 3202.2.3. DOORS AND WINDOWS |
| | SHALL NOT OPEN OR PROJECT INTO THE PUBLIC RIGHT-OF-WAY. |
| | |
| | 11D) GOOGLE STREET VIEW OF FEB. 2015 SHOWS THE N. |
| | RAILROAD ENTRY DOOR, IT SEEMS TO BE NARROW, PLEASE |
| | PROVIDE HOW WIDE THIS DOOR ACTUALLY IS. 2014 FBC-B |
| | 1008.1.1 SIZE OF DOORS. THE MINIMUM WIDTH OF EACH DOOR |
| | OPENING SHALL BE SUFFICIENT FOR THE OCCUPANT LOAD |
| | THEREOF AND SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES. |
| | CLEAR OPENINGS OF DOORWAYS WITH SWINGING DOORS SHALL BE |
| | MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, |
| | WITH THE DOOR OPEN 90 DEGREES. |
| | |
| | 11E) SEMI- COMPLIED. SHEET A3 SHOWS NEW STOREFRONT |
| | FRAMES. IN THE GOOGLE STREET VIEW SHOOT IN FEB. 2015 |
| | PLEASE ALSO NOTE THE GARAGE DOORS ARE STILL IN THE |
| | OPENINGS AT THE LOADING BAYS, HOW CAN THE SUPPOSED |
| | EXISTING GUARDRAILS BE EXISTING? 107.2.1.3 ADDITIONAL |
| | INFORMATION WILL BE REQUIRED. |
| | |
| | 12) 2ND REQUEST. SHEET A4 DOES NOT COMPLY WITH THE |
| | HANDRAIL NOR GUARDRAIL REQUIREMENTS. 2014 FBC-B |
| | 1607.8.1 HANDRAILS AND GUARDS. |
| | HANDRAILS AND GUARDS SHALL BE DESIGNED TO RESIST A |
| | LINEAR LOAD OF 50 POUNDS PER LINEAR FOOT (PLF) IN |
| | ACCORDANCE WITH SECTION 4.5.1 OF ASCE 7. GLASS HANDRAIL |
| | ASSEMBLIES AND GUARDS SHALL ALSO COMPLY WITH SECTION |
| | 2407. |
| | |
| | 12A) 2014 FBC-B 1607.8.1.1 CONCENTRATED LOAD. HANDRAILS |
| | AND GUARDS SHALL ALSO BE DESIGNED TO RESIST A |
| | CONCENTRATED LOAD OF 200 POUNDS IN ACCORDANCE WITH |
| | SECTION 4.5.1 OF ASCE 7. |
| | |
| | 12B) 2014 FBC-B 1607.8.1.2 INTERMEDIATE RAILS. |
| | INTERMEDIATE RAILS (ALL THOSE EXCEPT THE HANDRAIL), |
| | BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO RESIST |
| | A CONCENTRATED LOAD OF 50 POUNDS IN ACCORDANCE WITH |
| | SECTION 4.5.1 OF ASCE 7. |
| | |
| | 12C) PLEASE DO NOT RESTATE THE CODE, BUT PROVIDE |
| | CALCULATIONS. 107.2.1 INFORMATION ON CONSTRUCTION |
| | DOCUMENTS. SUCH INFORMATION SHALL BE SPECIFIC, AND THE |
| | TECHNICAL CODES SHALL NOT BE CITED AS A WHOLE OR IN |
| | PART, NOR SHALL THE TERM "LEGAL" OR ITS EQUIVALENT BE |
| | USED AS A SUBSTITUTE FOR SPECIFIC INFORMATION. ALL |
| | INFORMATION, DRAWINGS, SPECIFICATIONS AND ACCOMPANYING |
| | DATA SHALL BEAR THE NAME AND SIGNATURE OF THE PERSON |
| | RESPONSIBLE FOR THE DESIGN. (SEE ALSO SECTION 107.3.5). |
| | |
| | 12D) SHEETS A1 AND A2 DOES NOT SHOW A HANDRAIL FOR ANY |
| | OF THE EXISTING STAIRS OR FOR THE EXISTING (PROPOSED) |
| | STAIRS. 805.9 HANDRAILS. EXISTING BUILDING CODE. THE |
| | REQUIREMENTS OF SECTIONS EXIST. BUILD. CODE. 805.9.1 |
| | AND 805.9.2 SHALL APPLY TO HANDRAILS FROM THE WORK AREA |
| | FLOOR TO, AND INCLUDING, THE LEVEL OF EXIT DISCHARGE. |
| | |
| | 12D)(1)EXIST BUILD. CODE 805.9.1 MINIMUM REQUIREMENT. |
| | EVERY REQUIRED EXIT STAIRWAY THAT IS PART OF THE MEANS |
| | OF EGRESS FOR ANY WORK AREA AND THAT HAS THREE OR MORE |
| | RISERS AND IS NOT PROVIDED WITH AT LEAST ONE HANDRAIL, |
| | OR IN WHICH THE EXISTING HANDRAILS ARE JUDGED TO BE IN |
| | DANGER OF COLLAPSING, SHALL BE PROVIDED WITH HANDRAILS |
| | FOR THE FULL LENGTH OF THE RUN OF STEPS ON AT LEAST ONE |
| | SIDE. ALL EXIT STAIRWAYS WITH A REQUIRED EGRESS WIDTH |
| | OF MORE THAN 66 INCHES (1676 MM) SHALL HAVE HANDRAILS |
| | ON BOTH SIDES. |
| | |
| | 12D)(2) EXISTING BUILD. CODE 805.9.2 DESIGN. HANDRAILS |
| | REQUIRED IN ACCORDANCE WITH SECTION 805.9.1 SHALL BE |
| | DESIGNED AND INSTALLED IN ACCORDANCE WITH THE |
| | PROVISIONS OF THE FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 12E) GUARDRAILS SHALL BE 42 INCHES HIGH. 1013.3 HEIGHT. |
| | |
| | 12F) HANDRAILS ON STAIRS NEEDS TO COMPLY WITH 2014 |
| | FBC-B WHERE HANDRAILS ARE NOT CONTINUOUS BETWEEN |
| | FLIGHTS, THE HANDRAILS SHALL EXTEND HORIZONTALLY AT |
| | LEAST 12 INCHES (305 MM) BEYOND THE TOP RISER AND |
| | CONTINUE TO SLOPE FOR THE DEPTH OF ONE TREAD BEYOND THE |
| | BOTTOM RISER. |
| | |
| | 12G) SHEET A4 THERE IS A DETAIL OF AN ACCESSIBLE RAMP, |
| | MISSING INFORMATION INCLUDES STEEL RE-INFORCEMENT |
| | NEEDED FOR THE FOUNDATION AND UPRIGHT RETAINING WALL |
| | RE-INFORCEMENT AS WELL SIZE OF THE RE-BARS AND |
| | FREQUENCY IN PLACEMENT. 1-7.2.1.3 ADDITIONAL |
| | INFORMATION REQUIRED. |
| | |
| | 12H) SHEET A4 THERE IS A DETAIL OF AN ACCESSIBLE RAMP |
| | THERE IS NO DIMENSION AS TO THE WIDTH OF THE ACCESSIBLE |
| | RAMP, 2014 FBC-B 1010.6.1 WIDTH. THE MINIMUM WIDTH OF A |
| | MEANS OF EGRESS RAMP SHALL NOT BE LESS THAN THAT |
| | REQUIRED FOR CORRIDORS BY SECTION 1018.2. |
| | |
| | 12I) 2014 FBC-B 1010.4 CROSS SLOPE. THE SLOPE MEASURED |
| | PERPENDICULAR TO THE DIRECTION OF TRAVEL OF A RAMP |
| | SHALL NOT BE STEEPER THAN ONE UNIT VERTICAL IN 48 UNITS |
| | HORIZONTAL (2-PERCENT SLOPE). |
| | |
| | 12J) 2014 FBC-B 1010.5 VERTICAL RISE. THE RISE FOR ANY |
| | RAMP RUN SHALL BE 30 INCHES (762 MM) MAXIMUM. A |
| | MID-LANDING WILL BE REQUIRED, PLEASE INDICATE THE |
| | MID-LANDING THE LANDING LENGTH SHALL BE 60 INCHES |
| | MINIMUM FBC-B 1010.7.3. |
| | |
| | 13) THE PERMIT VALUE IS VERY LOW FOR THE WORK SHOWN ON |
| | THE PLANS AS WELL AS THE WORK THAT WAS DONE WITHOUT A |
| | PERMIT. |
| | |
| | 108.3* BUILDING PERMIT VALUATION. IF, IN THE OPINION OF |
| | THE BUILDING OFFICIAL, THE CLAIMED VALUATION OF |
| | BUILDING, ALTERATION, STRUCTURE, ELECTRICAL, GAS, |
| | MECHANICAL, OR PLUMBING SYSTEMS APPEARS TO BE UNDER |
| | ESTIMATED ON THE APPLICATION, THE PERMIT SHALL BE |
| | DENIED. FOR PERMITTING PURPOSES, VALUATION OF BUILDINGS |
| | AND SYSTEMS SHALL BE TOTAL REPLACEMENT PURPOSES, |
| | VALUATION OF BUILDINGS AND SYSTEMS SHALL BE THE TOTAL |
| | REPLACEMENT VALUE TO INCLUDE STRUCTURAL, ELECTRICAL, |
| | PLUMBING, MECHANICAL, INTERIOR FINISHES, NORMAL SITE |
| | WORK (EXCAVATION AND BACKFILL FOR BUILDINGS), |
| | ARCHITECTURAL AND DESIGN FEES, MARKETING COST, OVERHEAD |
| | AND PROFIT; EXCLUDING ONLY LAND VALUE. VALUATION |
| | REFERENCES MAY INCLUDE THE LATEST PUBLISHED DATA OF |
| | NATIONAL CONSTRUCTION COST ANALYSIS SERVICES |
| | (MARSHALL-SWIFT, MEANS, ETC.) WITH REGIONAL ADJUSTMENTS |
| | FOR LOCATION AS PUBLISHED BY THE INTERNATIONAL CODE |
| | CONGRESS. |
| | |
| | THIS MAIN BUILDING PERMIT WILL INCLUDE THE FEES FOR THE |
| | MECHANICAL, ELECTRICAL, PLUMBING & ROOFING PERMITS. |
| | WHEN THE GENERAL CONTRACTOR COMES IN FOR A BUILDING |
| | PERMIT WITH THE SIGNED PERMIT APPLICATION FORM BY THE |
| | QUALIFIER AND OWNER AND BRINGS IN THE LISTED |
| | SUB-PERMITS M-E-P & ROOFING PERMITS SIGNED BY THE |
| | QUALIFIER OF EACH COMPANY, THEIR INSURANCES AND |
| | LICENSURE UP TO DATE, THE M-E-P AND ROOFING PERMITS ARE |
| | FREE OF CHARGE. IF THE M-E-P & ROOFING PERMITS COME IN |
| | LATER THERE WILL BE AN $80.00 ADMINISTRATIVE FEE FOR |
| | EACH PERMIT. |
| | |
| | ALL OTHER PERMITS FIRE SPRINKLER, FIRE ALARM, RACK |
| | STORAGE, EXHAUST HOODS, ANSUL SYSTEMS OR ALTERNATIVE |
| | AUTOMATIC FIRE-EXTINGUISHING SYSTEMS, WALK IN COOLERS & |
| | FREEZERS, ALL LOW VOLTAGE PERMITS, GENERATORS & FUEL |
| | TANKS, GAS PERMIT, POOL, JACUZZI AND ASSOCIATED |
| | SUB-PERMITS, AWNING, SCREEN ENCLOSURES, CANOPY, FENCE, |
| | LANDSCAPE, IRRIGATION, AUGER CAST PILE AND OR |
| | FOUNDATION OR STRUCTURE ONLY PERMIT WILL BE SEPARATE |
| | REVIEWS AND ASSOCIATED FEES WITH EACH PERMIT. |
| | PLEASE PROVIDE AN ITEMIZED LIST AND SUBTRACT THESE LINE |
| | ITEMS AND THEIR VALUE FROM THE OVERALL BUILDING VALUE |
| | STATED ON THE PERMIT APPLICATION FOR THIS PROJECT. THE |
| | REMAINING BALANCE WILL BE AFFECTIVELY THE VALUE OF THE |
| | BUILDING YOU WILL BE PAYING FOR THIS PERMIT. THE |
| | BUILDING DEPARTMENT DOES NOT WANT TO COLLECT TWICE FOR |
| | THE VALUE OF THESE SUB-PERMITS NOT COVERED UNDER THE |
| | PRIME OR MASTER PERMIT. |
| | |
| | 14) SHEET A4 PROVIDES THE WIND DESIGN CRITERIA AND |
| | PROVIDES PRESSURES FOR THE OVERALL OPENING, BUT DOES |
| | NOT INCLUDE THE PRESSURES THAT ARE GOING TO BE FOUND IN |
| | 10 SQ. FT., 20 SQ. FT. NOR 50 SQ. FT. NOTE THE |
| | INDIVIDUAL GLAZING WILL HAVE HIGHER PRESSURES THAN THE |
| | OVERALL UNIT, THE SAME HOLDS TRUE FOR BOTH THE VERTICAL |
| | AND HORIZONTAL MULLIONS. WE ARE STILL MISSING THE |
| | PRESSURES FOR THE 10, 20 AND 50 SQ. FT. 2014 FBC-B |
| | COMPONENTS & CLADDING PRESSURES POSITIVE & NEGATIVE |
| | TABLE 1609.2(2). |
| | |
| | 14A) SHEET A4 UNDER THE WIND DESIGN LIST 3 REFERENCES |
| | TO THE 2014 RESIDENTIAL CODE R616.4, R703.1.3 AND TABLE |
| | R301.2(2), THESE ARE ALL TO BE USED WITH SINGLE FAMILY |
| | DWELLINGS, NOT TO BE USED WITH THE COMMERCIAL CODE, |
| | FBC-BUILDING CODE, SEE CHAPTER 1609. |
| | |
| | 14B) SUBMIT PRODUCT APPROVALS: 2014 FBC-B 1609.1.2 |
| | PROTECTION OF OPENINGS, 1609.6.4.4.1 COMPONENTS & |
| | CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS, |
| | ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3 NOV. 01/ |
| | 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION |
| | SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS: |
| | (31)(A) EXTERIOR DOORS ,MULLIONS & ROOF HATCHES. |
| | (B) WINDOWS & MULLIONS |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, EFIS SYSTEMS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP |
| | VENTILATORS |
| | (G) PRE-ENGINEERED A/C STANDS |
| | |
| | 14C) IDENTIFY GLAZING/ MULLIONS. PLEASE IDENTIFY ON THE |
| | PRODUCT APPROVAL BEFORE SUBMITTING TO DESIGNER OF |
| | RECORD AND BEFORE SUBMISSION TO THE BUILDING |
| | DEPARTMENT. FOR ALL PRODUCTS WITH GLAZING, PLEASE |
| | IDENTIFY THE OPENING WIDTH & HEIGHT, TYPE OF GLAZING, |
| | MULLION SIZE, LENGTH IF UNREINFORCED OR REINFORCED |
| | INFORMATION IF REQUIRED, ATTACHMENTS AND ASSOCIATE |
| | PRESSURES FOR EACH OPENING SIZE. 2014 FBC-B 1405.13.1 |
| | INSTALLATION. WINDOWS AND DOORS SHALL BE INSTALLED IN |
| | ACCORDANCE WITH APPROVED MANUFACTURER?S INSTRUCTIONS. |
| | FASTENER SIZE AND SPACING SHALL BE PROVIDED IN SUCH |
| | INSTRUCTIONS AND SHALL BE CALCULATED BASED ON MAXIMUM |
| | LOADS AND SPACING USED IN THE TESTS. |
| | |
| | 14D) SHEET A4 THE ACCESSIBLE THRESHOLD NEEDS TO COMPLY |
| | WITH: THRESHOLDS ACCESS. CODE 404.2.5. THRESHOLDS, IF |
| | PROVIDED AT DOORWAYS, SHALL BE 1/2 INCH (13 MM) HIGH |
| | MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT |
| | DOORWAYS SHALL COMPLY WITH 302 AND 303. |
| | |
| | 14E) W. P. B. 107.3.4.1 PRODUCT APPROVALS. THOSE |
| | PRODUCTS WHICH ARE REGULATED BY THE DCA RULE 9N-03 |
| | SHALL BE REVIEWED AND APPROVED IN WRITING BY THE |
| | DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR |
| | JURISDICTIONAL APPROVAL. FL 61G1-23.015 (2) THE |
| | ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND REVIEWING |
| | ALL PROJECT DATA, REPORTS, SHOP DRAWINGS ETC.. |
| | |
| | 15) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT |
| | FEES MUST BE PAID TO PALM BEACH COUNTY. ONE SET OF |
| | PLANS WILL HAVE TO BE TAKEN (BY THE CONTRACTOR OR |
| | REPRESENTATIVE) TO THE PALM BEACH COUNTY IMPACT FEE |
| | OFFICE LOCATED AT 2300 N. JOG RD. ROOMS 2W01-2W14 WEST |
| | PALM BEACH, FL. THE ACTUAL PERMIT SET OF PLANS MUST BE |
| | STAMPED BY THAT OFFICE, AND A COPY OF THE PAID RECEIPT |
| | ATTACHED TO THE PERMIT APPLICATION. PLEASE CALL |
| | (561)233-5025 FOR MORE INFORMATION. |
| | |
| | 16) WHEN RESUBMITTING PLANS PLEASE INDICATE THE |
| | REVISION & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES |
| | AS NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL |
| | REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE |
| | REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION |
| | PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO |
| | EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED |
| | COOPERATION. |
| | |
| | A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | JAMES A. WITMER BN, PX, CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION / DEVELOPMENT SERVICES |
| | DEPARTMENT |
| | 401 CLEMATIS ST. |
| | WEST PALM BEACH. FL 33402 |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | |
| | |
| | |
